This repository stores 695 experimental data and 3,974 finite element data for steel square hollow sections (SHS) and rectangular hollow sections (RHS) members under compression.
- X. Meng, L. Gardner, Behavior and design of normal-and high-strength steel shs and rhs columns, J Struct Eng 146 (11) (2020) 04020227.
- G. Sedlacek, B. Kuhn, J. Rondal, P. Boeraeve, Buckling behaviour of hot-formed shs in high strength steel grade e-460, Tech. rep., Comite international pour le developpement et l’etude de la construction tubulaire, Cidect report 2T-2/99, Altendorf, Switzerland (1999)
- JL. Ma, TM. Chan, B. Young, Experimental investigation on stub-column behavior of cold-formed high-strength steel tubular sections, J Struct Eng 142 (5) (2016) 04015174.
- P. Guiaux, Essais de flambement sur profils creux formes a froid, carres et circulaires, Tech. rep., CIDECT 72/28/F, Altendorf, Switzerland (1972).
- R. Bjorhovde, Strength and behavior of cold-formed hss columns, Tech. rep., Rep. No. 65. Edmonton, AB, Canada: Univ. of Alberta (1977).
- M. Braham, J. P. Grimault, C. C. Massonnet, J. Mouty, J. Rondal, Flambement des profils creux a parois minces. cas des profils rectangulaires charges axialment, Tech. rep., CIDECT 2H 79/19. Altendorf, Switzerland: Committee for International Development and Education on Construction of Tubular Structures. (1980).
- P. W. Key, S. W. Hasan, G. J. Hancock, Column behavior of cold-formed hollow sections, J Struct Eng 114 (2) (1988) 390–407.
- B. Somodi, B. K ̈ovesdi, Flexural buckling resistance of cold-formed hss hollow section members, J Constr Steel Res 128 (2017) 179–192
- J. Rondal, Contribution
a l’ ́etude de la stabilit ́e des profils creux
a parois minces, Ph.D. thesis, Universit ́e de Li`ege, Facult ́e des sciences appliqu ́ees (1984). - J. Barber, P. Birkemoe, An experimental investigation of the column behaviour of cold-formed stress-relieved hollow structural steel sections, Department of Civil Engineering, University of Toronto, 1978.
- R. M. Sully, G. J. Hancock, Behavior of cold-formed shs beam-columns, J Struct Eng 122 (3) (1996) 326–336.
- L. Pavlovˇciˇc, B. Froschmeier, U. Kuhlmann, D. Beg, Finite element simulation of slender thin-walled box columns by implementing real initial conditions, Adv Eng Softw 44 (1) (2012) 63–74.
- SSAB, Axial resistance of double grade (s355, s420) hollow sections manufactured by ssab, statistical evaluation based on tests, Tech. rep., Helsinki, Finland (2014).